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Main Office NYC Office 77 Arkay Drive, Suite G 15 Ocean Avenue, 2 nd Floor Hauppauge, New York 11788 Brooklyn, New York 11225 T (631) 462-5866 F (631) 462-5877 T (718) 636-0800 F (718) 636-0900 WWW.HYDROTECHENVIRONMENTAL.COM March 31, 2014 New York City Office of Environmental Remediation City Voluntary Cleanup Program c/o Shaminder Chawla 100 Gold Street, 2 nd Floor New York, NY 10038 Re: 14CVCP190K E-Des # 14EHAN046K 213 Maujer and 774-780 Grand Street Remedial Action Work Plan (RAWP) Stipulation List Dear Mr. Chawla: Hydro Tech Environmental Corp. of New York hereby submits a Remedial Action Work Plan (RAWP) Stipulation List for the Site to the New York City Office of Environmental Remediation (OER) on behalf of Grand Maujer Development LLC. This letter serves as an addendum to the RAWP to stipulate additional content, requirements, and procedures that will be followed during the site remediation. The contents of this list are added to the RAWP and will supersede the content in the RAWP where there is a conflict in purpose or intent. The additional requirements/procedures include the following Stipulation List below: 1. The criterion attached in Appendix 1 will be utilized if additional petroleum containing tank or vessel is identified during the remedial action or subsequent redevelopment excavation activities. All petroleum spills will be reported to the NYSDEC hotline as required by applicable laws and regulations. This contingency plan is designed for heating oil tanks and other small or moderately sized storage vessels. If larger tanks, such as gasoline storage tanks are identified, OER will be notified before this criterion is utilized. 2. A pre-construction meeting is required prior to start of remedial excavation work at the site. A pre-construction meeting will be held at the site and will be attended by OER, the developer or developer representative, the consultant, excavation/general contractor, and if applicable, the soil broker.
Transcript

Main Office NYC Office 77 Arkay Drive, Suite G 15 Ocean Avenue, 2nd Floor Hauppauge, New York 11788 Brooklyn, New York 11225 T (631) 462-5866 F (631) 462-5877 T (718) 636-0800 F (718) 636-0900

WWW.HYDROTECHENVIRONMENTAL.COM

March 31, 2014 New York City Office of Environmental Remediation City Voluntary Cleanup Program c/o Shaminder Chawla 100 Gold Street, 2nd Floor New York, NY 10038 Re: 14CVCP190K E-Des # 14EHAN046K

213 Maujer and 774-780 Grand Street Remedial Action Work Plan (RAWP) Stipulation List

Dear Mr. Chawla: Hydro Tech Environmental Corp. of New York hereby submits a Remedial Action Work Plan (RAWP) Stipulation List for the Site to the New York City Office of Environmental Remediation (OER) on behalf of Grand Maujer Development LLC. This letter serves as an addendum to the RAWP to stipulate additional content, requirements, and procedures that will be followed during the site remediation. The contents of this list are added to the RAWP and will supersede the content in the RAWP where there is a conflict in purpose or intent. The additional requirements/procedures include the following Stipulation List below:

1. The criterion attached in Appendix 1 will be utilized if additional petroleum containing tank or vessel is identified during the remedial action or subsequent redevelopment excavation activities. All petroleum spills will be reported to the NYSDEC hotline as required by applicable laws and regulations. This contingency plan is designed for heating oil tanks and other small or moderately sized storage vessels. If larger tanks, such as gasoline storage tanks are identified, OER will be notified before this criterion is utilized.

2. A pre-construction meeting is required prior to start of remedial excavation work at the

site. A pre-construction meeting will be held at the site and will be attended by OER, the developer or developer representative, the consultant, excavation/general contractor, and if applicable, the soil broker.

3. A pre-approval letter from all disposal facilities will be provided to OER prior to any soil/fill material removal from the site. Documentation specified in the RAWP - Appendix 3 - Section 1.6 “Materials Disposal Off-Site” will be provided to OER. If a different disposal facility for the soil/fill material is selected, OER will be notified immediately.  

4. A CD containing the final RAWP including this approved Stipulation List will be placed in the library that constitutes the primary public repository for project documents.  

5. Signage for the project will include a sturdy placard mounted in a publically accessible right of way to building and other permits signage will consist of the NYC VCP Information Sheet (attached Appendix 2) announcing the remedial action. The Information sheet will be laminated and permanently affixed to the placard.  

6. In the event that hazardous waste is identified during the remedial action or subsequent redevelopment excavation activities at this NYC VCP project, and removal and transportation of hazardous waste becomes necessary, the project may be subject to the New York State Department of Environmental Conservation’s Special Assessment Tax (ECL 27-0923) and Hazardous Waste Regulatory Fees (ECL 72-00402). See DEC’s website for more information: http://www.dec.ny.gov/chemical/9099.html.

7. Collection and analysis of six (6) end-point samples from the bottom of the excavation will be collected to evaluate the performance of the remedy with respect to attainment of Track 1 SCOs. A map indicating end-point sampling locations is attached in Appendix 3. Samples will be analyzed for contaminants of concern (VOCs, SVOCs, Metals, and Pesticides).

8. OER requires parties seeking City Brownfield Incentive Grants to carry insurance. For a

cleanup grant, both the excavator and the trucking firm(s) that handle removal of soil must carry or be covered under a commercial general liability (CGL) policy that provides $1 million per claim in coverage. OER recommends that excavators and truckers also carry contractors pollution liability (CPL) coverage, also providing $1 million per claim in coverage. The CGL policy, and the CPL policy if obtained, must name the City of New York, the NYC Economic Development Corporation, and Brownfield Redevelopment Solutions as additional insured. For an investigation grant, an environmental consultant must be a qualified vendor in the BIG program and carry $1 million of professional liability (PL) coverage. A fact sheet regarding insurance is attached as Appendix 4.

9. Daily report will be provided during active excavation work. If no work is performed for extended time period, daily report frequency will be reduced to weekly basis. Daily report template is attached in Appendix 5.

10. The truck route will be provided to the OER, once the soil disposal facilities have been determined.

11. Development plans are attached in Appendix 6.

Appendix 1 Generic Procedures for Management of Underground Storage Tanks

Identified under the NYC VCP Prior to Tank removal, the following procedures should be followed:

Remove all fluid to its lowest draw-off point.

Drain and flush piping into the tank.

Vacuum out the “tank bottom” consisting of water product and sludge.

Dig down to the top of the tank and expose the upper half.

Remove the fill tube and disconnect the fill, gauge, product, vent lines and pumps. Cap and plug open ends of lines.

Temporarily plug all tank openings, complete the excavation, remove the tank and place it in a secure location.

Render the tank safe and check the tank atmosphere to ensure that petroleum vapors have been satisfactorily purged from the tank.

Clean tank or remove to storage yard for cleaning.

If the tank is to be moved, it must be transported by licensed waste transporter. Plug and cap all holes prior to transport leaving a 1/8 inch vent hole located at the top of the tank during transport.

After cleaning, the tank must be made acceptable for disposal at a scrap yard, cleaning the tanks interior with a high pressure rinse and cutting the tank in several pieces.

During the tank and pipe line removal, the following field observations should be made and recorded: A description and photographic documentation of the tank and pipe line condition (pitting, holes,

staining, leak points, evidence of repairs, etc.).

Examination of the excavation floor and sidewalls for physical evidence of contamination (odor, staining, sheen, etc.).

Periodic field screening (through bucket return) of the floor and sidewalls of the excavation, with a calibrated photoionization detector (PID).

Impacted Soil Excavation Methods The excavation of the impacted soil will be performed following the removal of the existing tanks. Soil excavation will be performed in accordance with the procedures described under Section 5.5 of Draft DER-10 as follows:

A description and photographic documentation of the excavation.

Examination of the excavation floor and sidewalls for physical evidence of contamination (odor, staining, sheen, etc.).

Periodic field screening (through bucket return) of the floor and sidewalls of the excavation, with calibrated photoionization detector (PID).

Final excavation depth, length, and width will be determined in the field, and will depend on the horizontal and vertical extent of contaminated soils as indentified through physical examination (PID response, odor, staining, etc.). Collection of verification samples will be performed to evaluate the success of the removal action as specified in this document. The following procedure will be used for the excavation of impacted soil (as necessary and appropriate):

Wear appropriate health and safety equipment as outlined in the Health and Safety Plan.

Prior to excavation, ensure that the area is clear of utility lines or other obstructions. Lay plastic sheeting on the ground next to the area to be excavated.

Using a rubber-tired backhoe or track mounted excavator, remove overburden soils and stockpile, or dispose of, separate from the impacted soil.

If additional UST’s are discovered, the NYSDEC will be notified and the best course of action to remove the structure should be determined in the field. This may involve the continued trenching around the perimeter to minimize its disturbance.

If physically contaminated soil is present (e.g., staining, odors, sheen, PID response, etc.) an attempt will be made to remove it, to the extent not limited by the site boundaries or the bedrock surface. If possible, physically impacted soil will be removed using the backhoe or excavator, segregated from clean soils and overburden, and staged on separated dedicated plastic sheeting or live loaded into trucks from the disposal facility. Removal of the impacted soils will continue until visibly clean material is encountered and monitoring instruments indicate that no contaminants are present.

Excavated soils which are temporarily stockpiled on-site will be covered with tarp material while disposal options are determined. Tarp will be checked on a daily basis and replaced, repaired or adjusted as needed to provide full coverage. The sheeting will be shaped and secured in such a manner as to drain runoff and direct it toward the interior of the property.

Once the site representative and regulatory personnel are satisfied with the removal effort, verification of confirmatory samples will be collected from the excavation in accordance with DER-10.

Appendix 2 NYC VCP Signage

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Appendix 3 End-Point Sampling Map

Appendix 4 BIG Program Insurance Fact Sheet

Appendix 5 Daily Report Template

 

Generic Template for Daily Status Report 

Instructions 

The Daily Status Report submitted to OER should adhere to the following conventions: 

Remove this cover sheet prior to editing. 

Remove all the red text and replace with site‐specific information. 

Submit the final version as a Word or PDF file. 

Daily Status Reports 

Daily status reports providing a general summary of activities for each day of active remedial work will be emailed to the OER Project Manager by the end of the following day.  Those reports will include: 

Project number and statement of the activities and an update of progress made and locations of work 

performed; 

Quantities of material imported and exported from the Site; 

Status of on‐Site soil/fill stockpiles; 

A summary of all citizen complaints, with relevant details (basis of complaint; actions taken; etc.); 

A summary of CAMP excursions, if any; 

Photograph of notable Site conditions and activities. 

The frequency of the reporting period may be revised in consultation with OER project manager based on planned project tasks. Daily email reports are not intended to be the primary mode of communication for notification to OER of emergencies (accidents, spills), requests for changes to the RAWP or other sensitive or time critical information.  However, such information will be included in the daily reports.  Emergency conditions and changes to the RAWP will be communicated directly to the OER project manager by personal communication. Daily reports will be included as an Appendix in the Remedial Action Report.

Daily Status Report Template Version 1.3

DAILY STATUS REPORT

Prepared By: Enter Your Name Here

VCP Project No.: 13CVCP000M E-Number: 13EHAN000M Date: 01/01/2013

Project Name: Name or Address

Consultant: Person(s) Name and Company Name

Safety Officer:Person(s) Name and Company Name

General Contractor: Person(s) Name and Company Name

Site Manager/ Supervisor: Person(s) Name and Company Name

Work Activities Performed (Since Last Report):Provide details about the work activities performed.

Working In Grid #: A1, B1, C1

Samples Collected (Since Last Report): No samples collected or provide details Air Monitoring (Since Last Report): No air monitoring performed or provide details Problems Encountered: No problems encountered or provide details Planned Activities for the Next Day/ Week:Provide details about the work activities planned for the next day/ week.

WEATHER Snow Rain Overcast Partly Cloudy

X Bright Sun

TEMP. < 32 32-50 50-70 X 70-85 >85

Facility # Name/ Location Type of Waste Solid Or Liquid

Facility # Name Location Type of Waste Solid Or Liquid

Facility # Name Location Type of Waste Solid Or Liquid

Facility # Name Location Type of Waste Solid Or Liquid

Facility # Name Location Type of Waste Solid Or Liquid

# # # # # # # Clean Earth Carteret, NJ petroleum soils Solid

(Trucks, Cu.Yds. Or Gallons)

Trucks Cu. Yds. Or Gallons

Trucks Cu. Yds. Or Gallons

Trucks Cu. Yds. Or Gallons

Trucks Cu. Yds. Or Gallons

Trucks Cu. Yds.

Today 5 120

Total 25 600

NYC Clean Soil Bank Receiving Facility:Name/ Address (Approved by OER)

Tracking No.: 13CCSB000

Today Trucks 5

Cu. Yds. 25 Total Trucks

120 Cu. Yds. 600

Site Grid Map Insert the site grid map here

Example:

Photo Log

Photo 1 – provide a caption Insert Photo Here – Photo of the entire site

Photo 2 – provide a caption Insert Photo Here – Photo of the work activities performed

Photo 3 – provide a caption Insert Photo Here – Photo of the work activities performed

Appendix 6 Development Plans

774 GRAND STREET.

OWNER: _

PROJECT LOCATION:

774 GRAND STREET. NY, NY 11211

BLOCK: 2790

LOTS: 5, 111, 40

LOCATION MAP

COVER SHEET

T-100.00774 GRAND Street

BLOCK: 2790

LOTS: 5, 111, 40

RENDERING VIEW

ARCHITECT:GENE KAUFMANGENE KAUFMAN ARCHITECT, PC.525 BROADWAY NEW YORK, NY 10012T. 212-625-8700 F. 212-625-8867GKAPC.COM

MEP ENGINEER:

STRUCTURAL ENGINEER: CONTRACTOR:

CONTACTS

774 Grand ST.BROOKLYN, NY.

ZONING DIAGRAMS

Z-102.00

774 Grand ST.BROOKLYN, NY.

ZONING MAP12N.T.S

SITE PLAN

ST-100.00

774 Grand ST.BROOKLYN, NY.

SITE PLAN13/32" = 1' - 0"

1 BED /1 BATH

( WIDE STREET)

HOME OFFICE

SITE PLAN

ST-101.00

774 Grand ST.BROOKLYN, NY.

CELLAR FLOOR PLAN13/32" = 1' - 0"

CELLAR & GROUND FLOOR

1ST FLOOR PLAN13/32" = 1' - 0"

CELLAR FLOOR PLAN

A-200.00

774 Grand ST.BROOKLYN, NY.

CELLAR FLOOR PLAN13/16" = 1' - 0"

GRAND ST. BUILDING

LOCATION PLAN1NTS

(N

AR

RO

W STR

EET)

1 BED /1 BATH

HOME OFFICE

1ST FLOOR PLAN

A-201.00

774 Grand ST.BROOKLYN, NY.

FIRST FLOOR PLAN13/16" = 1' - 0"

GRAND ST. BUILDING

LOCATION PLAN1NTS

464 SQ FT

0 BED / 1 BATH

1 BED / 1 BATH

2 BED / 2 BATH

2 BED / 1 BATH 627 SQ FT

1 BED / 1 BATH

855 SQ FT

2 BED / 2 BATH

CL.

CL.CL.

CL.

929 SQ FT

2 BED / 2 BATH

CL.

CL.

0 BED / 1 BATH

833 SQ FT

UNIT A

UNIT B UNIT C

UNIT D

UNIT H

UNIT I

967 SQ FT

UNIT G

(N

AR

RO

W STR

EET)

( WIDE STREET)

966 SQ FT

RECREATION SPACE

412 SQ FT

RETAIL MECHANICAL SPACE

CL.

CL.

CL.

CL.

CL.

CL.CL.

CL.

CL. CL.

CL.

CL.

2ND FLOOR PLAN

A-202.00

774 Grand ST.BROOKLYN, NY.

2ND FLOOR PLAN13/16" = 1' - 0"

GRAND ST. BUILDING

1 BED / 1 BATH

2 BED / 2 BATH

CL.

CL.CL.

CL.

627 SQ FT

855 SQ FT

UNIT A

UNIT B

(N

AR

RO

W STR

EET)

( WIDE STREET)

2 BED / 1 BATH 929 SQ FT

2 BED / 2 BATH

CL.

CL.

833 SQ FTUNIT C

UNIT D

1 BED / 1 BATH

2 BED / 2 BATH

2 BED / 2 BATH

0 BED / 1 BATH

UNIT I

CL.

CL.

CL.

CL.

CL.

CL.

CL.

CL.

CL.CL.

CL.

CL.

3RD FLOOR PLAN

A-203.00

774 Grand ST.BROOKLYN, NY.

3RD FLOOR PLAN13/16" = 1' - 0"

GRAND ST. BUILDING

627 SQ FT

1 BED / 1 BATH

CL.

CL.CL.

CL.

699 SQ FT

1 BED / 1 BATH

UNIT G

931 SQ FT

2 BED / 2 BATH

UNIT F

867 SQ FT

2 BED / 2 BATH

UNIT E

UNIT B

(N

AR

RO

W STR

EET)

( WIDE STREET)

2 BED / 1 BATH 929 SQ FT

2 BED / 2 BATH

CL.

CL.

833 SQ FTUNIT C

UNIT D

CL.

CL.

CL.

CL.

CL.

CL.CL.

CL.

CL.

CL.

CL.

CL.

CL.

4TH FLOOR PLAN

A-204.00

774 Grand ST.BROOKLYN, NY.

4TH FLOOR PLAN13/16" = 1' - 0"

GRAND ST. BUILDING

615 SQ FT

1 BED / 1 BATH

855 SQ FT

2 BED / 2 BATH

CL.

CL.CL.

CL.

699 SQ FT

1 BED / 1 BATH

UNIT G

931 SQ FT

2 BED / 2 BATH

UNIT F

867 SQ FT

2 BED / 2 BATH

UNIT E

UNIT A

UNIT B

(N

AR

RO

W STR

EET)

( WIDE STREET)

2 BED / 1 BATH 922 SQ FT

2 BED / 2 BATH

CL.

CL.

827 SQ FTUNIT C

UNIT D

CL.

CL.

CL. CL.

CL.

CL.

CL.

CL.

CL.

CL.

CL.

CL.

CL.

CL.

CL.

5TH FLOOR PLAN

A-205.00

774 Grand ST.BROOKLYN, NY.

5TH FLOOR PLAN13/16" = 1' - 0"

GRAND ST. BUILDING

627 SQ FT

1 BED / 1 BATH

855 SQ FT

2 BED / 2 BATH

CL.

CL.CL.

CL.

551 SQ FT

0 BED / 1 BATH

UNIT G

931 SQ FT

2 BED / 2 BATH

UNIT F

867 SQ FT

2 BED / 2 BATH

UNIT E

UNIT A

UNIT B

(N

AR

RO

W STR

EET)

( WIDE STREET)

2 BED / 1 BATH 929 SQ FT

2 BED / 2 BATH

CL.

CL.

833 SQ FTUNIT C

UNIT D

CL.

CL.

CL.

CL.CL.

CL.

CL.

CL.

CL.

CL.

CL.

CL.

6TH FLOOR PLAN

A-206.00

774 Grand ST.BROOKLYN, NY.

6TH FLOOR PLAN13/16" = 1' - 0"

GRAND ST. BUILDING

(N

AR

RO

W STR

EET)

( WIDE STREET)

649 SQ FT

1 BED / 1 BATH

720 SQ FT

1 BED / 1 BATH

896 SQ FT

2 BED / 2 BATH

619 SQ FT

1 BED / 1 BATH

UNIT C

UNIT DUNIT EUNIT F

316 SQ FT

UNIT C - TERRACE

880 SQ FT

2 BED / 2 BATH

UNIT A

CL.

DORMER

DO

RM

ER

966 SQ FT

UNIT B

1010 SQ FT

2BR / 2BATH

UNIT G

406 SQ FT

UNIT G - TERRACE

CL.

122 SQ FT

UNIT H - TERRACE

2 BED / 1 BATH

CL.

CL.

CL.

CL.

CL.

CL.

CL.

CL.

CL.

CL.CL.

7TH FLOOR PLAN

A-207.00

774 Grand ST.BROOKLYN, NY.

7TH FLOOR PLAN13/16" = 1' - 0"

GRAND ST. BUILDING

(N

AR

RO

W STR

EET)

( WIDE STREET)

766 SQ FT

2 BED / 1 BATH

720 SQ FT

1 BED / 1 BATH

896 SQ FT

2 BED / 2 BATH

619 SQ FT

1 BED / 1 BATH

UNIT C

UNIT D

UNIT EUNIT F

880 SQ FT

2 BED / 2 BATH

UNIT A

DORMER

DO

RM

ER

775 SQ FT

UNIT B

942 SQ FT

2BR / 2BATH

UNIT G

55 SQ FT

UNIT G - TERRACE

63 SQ FT

UNIT H - TERRACE

1 BED / 1 BATH

CL.

CL.

CL.

CL.

CL.CL.

CL.

CL.

CL. CL.

CL.

CL.

8TH FLOOR PLAN

A-208.00

774 Grand ST.BROOKLYN, NY.

8TH FLOOR PLAN13/16" = 1' - 0"

GRAND ST. BUILDING

(N

AR

RO

W STR

EET)

( WIDE STREET)

ROOF FLOOR PLAN

A-209.00

774 Grand ST.BROOKLYN, NY.

ROOF FLOOR PLAN13/16" = 1' - 0"

GRAND ST. BUILDING

CELLAR FLOOR PLAN

A-210.00

774 Grand ST.BROOKLYN, NY.

CELLAR FLOOR PLAN13/16" = 1' - 0"

MAUJER ST. BUILDINGMAUJER ST. BUILDING

LOCATION PLAN1NTS

1 BED /1 BATH

HOME OFFICE

1 BED /1 BATH

HOME OFFICE

1ST FLOOR PLAN

A-211.00

774 Grand ST.BROOKLYN, NY.

FIRST FLOOR PLAN13/16" = 1' - 0"

MAUJER ST. BUILDING

LOCATION PLAN1NTS

1 BED /1 BATH

1 BED /1 BATH

( WIDE STREET)

2ND FLOOR PLAN

A-212.00

774 Grand ST.BROOKLYN, NY.

2ND FLOOR PLAN13/16" = 1' - 0"

GRAND ST. BUILDING

1 BED /1 BATH

1 BED /1 BATH

( WIDE STREET)

3RD FLOOR PLAN

A-213.00

774 Grand ST.BROOKLYN, NY.

3RD FLOOR PLAN13/16" = 1' - 0"

MAUJER ST. BUILDING

1 BED /1 BATH

( WIDE STREET)

4th FLOOR PLAN

A-214.00

774 Grand ST.BROOKLYN, NY.

ROOF FLOOR PLAN13/16" = 1' - 0"

MAUJER ST. BUILDING

ROOF FLOOR PLAN

A-215.00

774 Grand ST.BROOKLYN, NY.

ROOF FLOOR PLAN13/16" = 1' - 0"

MAUJER ST. BUILDING

BUILDINGS SECTION

A-300.00

774 Grand ST.BROOKLYN, NY.

BUILDING SECTION13/32" = 1' - 0"

BUILDINGS SECTION

A-301.00

774 Grand ST.BROOKLYN, NY.

BUILDING SECTION13/32" = 1' - 0"

GRAND ST. BUILDING

BUILDINGS SECTION

A-302.00

774 Grand ST.BROOKLYN, NY.

BUILDING SECTION13/32" = 1' - 0"

MAUJER ST. BUILDING

Appendix 7 Affordable Housing Letter

March 10, 2014

Re: 770-774 Grand Street, Brooklyn, NY

NYC VCP #14CVCP190K

NYC OER #14EHAN046K

To Whom It May Concern,

The proposed new project at 770-774 Grand Street located in Williamsburg section of

Brooklyn, New York will consist of one (1) new residential building. The building will

provide total of 20.15 % affordable housing.

Project Data

774-780 Grand Street Lot Area: 12,500

Floor Apartment Distribution

Floor Areas

(Residential FA)

Affordable Condo

Cellar

1st

1,536.2

2nd 1,914 4,770 7,298.4

3rd 2,311 5,343 8,225.9

4th 2,321 4,362 7,304.1

5th 2,141 4,543 7,304.1

6th 440 6,122 7,305.9

7th 5,691 6,332

8th 5,544 6,197.5

Roof

131.6

Total 9,127 36,375 51,636

Total affordable housing provided: 20.15 % *

*((9,127 + 1,280 (HPD common area))/

51,636 (Residential FA)) * 100

Appendix 8 Mechanical Systems Letter


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